Wall Structure

ABSTRACT

The present invention relates to a wall structure and, more specifically, to a wall structure for forming a wall support, wherein a plurality of steel wires are formed to extend vertically and horizontally to form a lattice-shaped steel wire mesh part, identical steel wire mesh parts are formed at corresponding locations to make truss-type steel wire trusses be positioned perpendicularly to each other, which are assembled by fixing wires without a bonding means to form the wall structure, and a steel wire mesh part connection pin is used to couple a wall structure to additional wall structure located at a lateral side or upper side thereof.

CROSS REFERENCE TO RELATED APPLICATIONS

This application is a continuation application of PCT Application No.PCT/KR2017/007016, filed on Jul. 3, 2017, which claims the benefit ofand priority to Korean Patent Application No. 10-2016-0085676, filed onJul. 6, 2016. The entire disclosures of the applications identified inthis paragraph are incorporated herein by references.

FIELD

The present disclosure relates to a wall structure, and moreparticularly, to a structure for forming a support of a wall, which isformed by forming a steel wire mesh in a lattice pattern by arranging aplurality of steel wires vertically and horizontally, forming the samesteel wire mesh on a corresponding position, placing a truss-type steelwire truss in an upright position, and assembling the steel wire meshesby means of a fixing steel wire without a bonding means, and which isextended laterally or upwardly by being coupled with another wallstructure by means of a joining pin.

BACKGROUND

In general, buildings are constructed by establishing their structuresusing blocks or concrete mortar.

There have been problems that, once a building is constructed, it cannotbe moved from a construction site, and the whole building should becollapsed when it is reconstructed.

In recent years, various assembly-type buildings are constructed bymaking respective modules and assembling the modules. Also, ocher soilwalls are constructed by using ocher soil instead of cement. Ocher soilconstructions can avoid harmful substances in an environment, such ascement, and also, can provide people with emotionally stable living, andcan make residential environments into healthy living spaces by removinga bad smell due to a good adsorption property of ocher soil, andrestraining the propagation of germs such as mold due to goodantibiosis.

In addition, in a house made by ocher soil, total temperature of a roomis uniform due to a heat transfer effect obtained by radiation heating,and is cool in summer and is warm in winter. Since ocher soil has anexcellent thermal storage effect as described above, construction ofocher soil rooms can save a great amount of energy and has a heat energysaving effect, compared with cement constructions or a Korean floorheating system, known as an ondol.

However, there are problems that ocher soil is only used as finishingmaterials for buildings, and it is impossible to build a multi-levelstructure with ocher soil due to a property of material of ocher soil.

Since constructions made only by ocher soil cause problems of cracks andweak strength, ocher soil is only used as floor materials or finishingmaterials of houses, apartments, country houses, hospitals, or the like.

In the case of an ocher soil structure suggested as related-arttechnology, a recess for receiving ocher soil is formed by couplingwalls, and a wall structure is formed by fixing the walls by means of afixing means.

The present disclosure proposes a wall structure which can form an ochersoil wall by containing ocher soil inside using steel wire meshes formedin the form of a truss.

SUMMARY

The present disclosure has been developed to solve the above-describedproblems, and an object of the present disclosure is to provide astructure for forming a wall, which is formed by forming a steel wiremesh in a lattice pattern by arranging a plurality of steel wiresvertically and horizontally, and welding the steel wires, forminganother steel wire mesh on a corresponding position, binding atruss-type steel wire truss between the steel wire meshes, and fixingthe steel wire truss and the steel wire meshes by means of a fixingsteel wire, such that the wall structure can be assembled without abonding means and are easy to construct.

In addition, another object of the present disclosure is to provide awall structure which can be extended laterally or upwardly by beingcoupled with another wall structure using a joining pin without asupport member.

In addition, still another object of the present disclosure is toprovide a wall structure which has a steel wire truss arranged in thevertical direction or horizontal direction to couple steel wire meshes,such that the wall structure is easy to construct in a method suiting toa construction site.

In addition, yet another object of the present disclosure is to providea wall structure which has a steel wire truss movable between steel wiremeshes and thus can be adjusted according to a constructing condition.

To achieve the above-described objects, a wall structure 10 for forminga wall according to the present disclosure includes:

a first steel wire mesh 100 including: a plurality of first horizontalsteel wire portions 110 each including a plurality of first horizontalsteel wires 111 as one group, the plurality of first horizontal steelwire portions 110 being arranged at predetermined intervals in avertical direction; and

a plurality of first vertical steel wire portions 120 each including aplurality of first vertical steel wires 121 as one group, the pluralityof first vertical steel wire portions 120 being arranged atpredetermined intervals in a horizontal direction with respect to thefirst horizontal wire portions 110;

a second steel wire mesh 200 including: a plurality of second horizontalsteel wire portions 210 which are formed on positions corresponding tothe first horizontal steel wire portions 110, and each of which includesa plurality of second horizontal steel wires 211 as one group, theplurality of second horizontal steel wire portions 210 being arranged atpredetermined intervals in the vertical direction; and

a plurality of second vertical steel wire portions 220 which are formedon positions corresponding to the first vertical steel wire portions120, and each of which includes a plurality of second vertical steelwires 221 as one group, the plurality of second vertical steel wireportions 220 being arranged at predetermined intervals in the horizontaldirection with respect to the second horizontal steel wire portions 210;

a plurality of steel wire trusses 300 which are formed in a zigzagpattern, and include a plurality of bent binding portions 310, the bentbinding portions 310 being inserted into lattice-shaped recesses formedat positions where the first horizontal steel wire portions 110 and thefirst vertical steel wire portions 120 intersect with each other, andinto lattice-shaped recesses formed at positions where the secondhorizontal steel wire portions 210 and the second vertical steel wireportions 220 intersect with each other; and

a plurality of fixing steel wires 400 which are inserted by penetratingthrough fixing recesses 320 which are formed when the plurality of steelwire trusses 300 are inserted into the lattice-shaped recesses formed atthe intersections of the first horizontal steel wire portions 110 andthe first vertical steel wire portions 120, and into the lattice-shapedrecesses formed at the intersections of the second horizontal steel wireportions 210 and the second vertical steel wire portions 220.

According to the present disclosure, the truss-type steel wire trussesare coupled between the first steel wire mesh and the second steel wiremesh formed in the lattice pattern, and are fixed by the fixing steelwires, such that assembly can be achieved without a bonding means and itis easy to construct.

In addition, the wall structure can be extended variously by extendinglaterally or upwardly or extending corners by means of the joining pinsbetween the wall structures.

In addition, the steel wire trusses formed between the steel wire meshesare movable to the left and right, such that coupling positions of thesteel wire trusses are easily adjusted according to a constructingcondition.

BRIEF DESCRIPTION OF THE DRAWINGS

FIG. 1 is a perspective view illustrating a wall structure according tothe present disclosure;

FIG. 2 is a perspective view illustrating a steel wire truss for thewall structure according to the present disclosure;

FIG. 3 is an exploded perspective view illustrating the wall structureaccording to the present disclosure;

FIGS. 4A, 4B, and 4C are partially enlarged views illustrating the wallstructure according to the present disclosure;

FIG. 5 is a perspective view illustrating a wall structure according toanother embodiment of the present disclosure;

FIG. 6 is an exploded perspective view illustrating the wall structureaccording to another embodiment of the present disclosure; and

FIG. 7 is a view illustrating coupling of the wall structures accordingto the present disclosure.

DETAILED DESCRIPTION

Hereinafter, embodiments of the present disclosure will be described indetail with reference to the accompanying drawings.

As shown in FIGS. 1 to 4C, a wall structure 10 for forming a wallaccording to the present disclosure includes: a first steel wire mesh100 including: a plurality of first horizontal steel wire portions 110each including a plurality of first horizontal steel wires 111 as onegroup, the plurality of first horizontal steel wire portions 110 beingarranged at predetermined intervals in a vertical direction; and

a plurality of first vertical steel wire portions 120 each including aplurality of first vertical steel wires 121 as one group, the pluralityof first vertical steel wire portions 120 being arranged atpredetermined intervals in a horizontal direction with respect to thefirst horizontal wire portions 110;

a second steel wire mesh 200 including: a plurality of second horizontalsteel wire portions 210 which are formed on positions corresponding tothe first horizontal steel wire portions 110, and each of which includesa plurality of second horizontal steel wires 211 as one group, theplurality of second horizontal steel wire portions 210 being arranged atpredetermined intervals in the vertical direction; and

a plurality of second vertical steel wire portions 220 which are formedon positions corresponding to the first vertical steel wire portions120, and each of which includes a plurality of second vertical steelwires 221 as one group, the plurality of second vertical steel wireportions 220 being arranged at predetermined intervals in the horizontaldirection with respect to the second horizontal steel wire portions 210;

a plurality of steel wire trusses 300 which are formed in a zigzagpattern and include a plurality of bent binding portions 310, the bentbinding portions 310 being inserted into lattice-shaped recesses formedat positions where the first horizontal steel wire portions 110 and thefirst vertical steel wire portions 120 intersect with each other, andinto lattice-shaped recesses formed at positions where the secondhorizontal steel wire portions 210 and the second vertical steel wireportions 220 intersect with each other; and

a plurality of fixing steel wires 400 which are inserted by penetratingthrough fixing recesses 320 which are formed when the plurality of steelwire trusses 300 are inserted into the lattice-shaped recesses formed atthe intersections of the first horizontal steel wire portions 110 andthe first vertical steel wire portions 120, and into the lattice-shapedrecesses formed at the intersections of the second horizontal steel wireportions 210 and the second vertical steel wire portions 220.

The first horizontal steel wire portion 110 is formed of one group ofthe plurality of first horizontal steel wires 111 formed horizontally,and the plurality of first horizontal steel wire portions 110 arearranged in the vertical direction, and are combined with the firstvertical steel wire portions 120 to form the first steel wire mesh 100of the lattice pattern.

The plurality of first horizontal steel wire portions 110 are arrangedat predetermined intervals in the vertical direction, and thepredetermined interval may be adjusted according to a constructingcondition or selection of an operator.

The first vertical steel wire portions 120 are formed perpendicular tothe plurality of first horizontal steel wire portions 110, and the firstvertical steel wire portion 120 is formed of one group of the pluralityof first vertical steel wires 121 formed vertically. The plurality offirst vertical steel wire portions 120 are arranged in the horizontaldirection with respect to the first horizontal steel wire portions 110,and are combined with the first horizontal steel wire portions 110 toform the first steel wire mesh 100 of the lattice pattern.

The plurality of first vertical steel wire portions 120 are arranged atpredetermined intervals in the horizontal direction, and thepredetermined interval may be adjusted to the same interval as that ofthe plurality of first horizontal steel wire portions 110 according to aconstructing condition or selection of an operator.

Accordingly, the first horizontal steel wire portions 110 and the firstvertical steel wire portions 120 are coupled to each other to form thelattice pattern according to the adjusted interval, and are coupled toeach other by welding to form the first steel wire mesh 100.

The second horizontal steel wire portions 210 are formed on positionscorresponding to the first horizonal steel wire portions 110, and eachof the second horizontal steel wire portions 210 is formed of one groupof the plurality of second horizontal steel wires 211. The plurality ofsecond horizontal steel wire portions 210 may be formed in the verticaldirection, and may be combined with the second vertical steel wireportions 220 to form the second steel wire mesh 200 of the latticepattern.

The plurality of second horizontal steel wire portions 210 may bearranged at predetermined intervals in the vertical direction, and thepredetermined interval may be adjusted according to a constructingcondition or selection of an operator.

The second vertical steel wire portions 220 are formed on positionscorresponding to the first vertical steel wire portions 120, and areformed perpendicular to the plurality of second horizontal steel wireportions 210. Each of the second vertical steel wire portions 220 isformed of one group of the plurality of second vertical steel wires 221,and the plurality of second vertical steel wire portions 220 are formedin the horizontal direction with respect to the second horizontal steelwire portions 210, and are combined with the second horizontal steelwire portions 210 to form the second steel wire mesh 200 of the latticepattern.

The plurality of second vertical steel wire portions 220 are arranged atpredetermined intervals in the horizontal direction, and thepredetermined interval may be adjusted to the same interval as that ofthe plurality of second horizontal steel wire portions 210 according toa constructing condition or selection of an operator.

Accordingly, the second horizontal steel wire portions 210 and thesecond vertical steel wire portions 220 are coupled to each other toform the lattice pattern according to the adjusted interval, and arecoupled to each other by welding to form the second steel wire mesh 200.

As shown in FIG. 3, the first steel wire mesh 100 may have the firsthorizontal steel wire portions 110 and the first vertical steel wireportions 120 welded to each other at the intersections of the firsthorizontal steel wire portions 110 and the first vertical steel wireportions 120.

The second steel wire mesh 200 may have the second horizontal steel wireportions 210 and the second vertical steel wire portions 220 welded toeach other at the intersections of the second horizontal steel wireportions 210 and the second vertical steel wire portions 220.

When the first steel wire mesh 100 is welded, the first steel wire mesh100 is formed in the lattice pattern by adjusting the intervals of theplurality of first horizontal steel wire portions 110 and the pluralityof first vertical steel wire portions 120 according to a constructionsite or a constructed structure. When the second steel wire mesh 200 iswelded, the second steel wire mesh 200 is formed in the lattice patternby adjusting the intervals of the plurality of second horizontal steelwire portions 210 and the plurality of second vertical steel wireportions 220 according to a construction site or a constructedstructure.

The first steel wire mesh 100 is welded by an external welding means,and the plurality of first horizontal steel wire portions 110 are placedon a worktable at predetermined intervals, and the plurality of firstvertical steel wire portions 120 are placed over the first horizontalsteel wire portions 110 at predetermined intervals, and the firsthorizontal steel wire portions 110 and the first vertical steel wireportions 120 are welded to each other by a welding means simultaneouslyor respectively.

In this case, the intervals of the first horizontal steel wire portions110 and the first vertical steel wire portions 120 may be adjustedaccording to a user.

In addition, the second steel wire mesh 200 is also formed by placingthe plurality of second horizontal steel wire portions 210 on theworktable at predetermined intervals, and placing the plurality ofsecond vertical steel wire portions 220 over the second horizontal steelwire portions at predetermined intervals, and welding the secondhorizontal steel wire portion 210 and the second vertical steel wireportions 220 by the welding means simultaneously or respectively.

In this case, the intervals of the second horizontal steel wire portions210 and the second vertical steel wire portions 220 may be adjustedaccording to a user.

When the plurality of first horizontal steel wire portions 110 and theplurality of second horizontal steel wire portions 210 are welded,lattice-shaped recesses are formed at intersections. The steel wiretruss 300 may include the plurality of bent binding portions 310 to beinserted into the lattice-shaped recesses, and the bent binding portions310 may be bent portions of the steel wire truss 300 which is formed inthe zigzag pattern.

One of the bent binding portions 310 formed on the steel wire truss 300is inserted into a lattice recess formed at the intersection of thefirst horizontal steel wire portion 110 and the first vertical steelwire portion 120 of the first steel wire mesh 100, and another bentbinding portion 310 formed on the steel wire truss 300 is inserted intoa lattice recess formed at the intersection of the second horizontalsteel wire portion 210 and the second vertical steel wire portions 220of the second steel wire mesh 200.

In the above-described way, the plurality of bent binding portions 310formed on the steel wire truss 300 are inserted into the latticerecesses.

A width between one bent binding portion 310 formed on the steel wiretruss 300 and another bent binding portion 310 determines a width of thewall structure 10 when the first steel wire mesh 100 and the secondsteel wire mesh 200 are coupled to each other.

Accordingly, the width of the wall structure 10 may be adjusted byreducing or increase the width between the bent binding portion 310 atone side of the steel wire truss 300 and the bent binding portion 310 atthe other side of the steel wire truss 300.

For example, when it is assumed that the width (horizontal distance)from the bent binding portion 310 at one side of the steel wire truss300 to the bent binding portion 310 at the other side is 100 mm, thewidth of the wall structure 10 may be about 100 mm considering a slighterror.

The bent binding portion 310 of the steel wire truss 300 may be formedby adjusting a bending angle according to a user's using condition orconstructing condition, and, when the bent binding portion 310 is formedto have a small bending angle, the structural strength of the wallstructure 10 may be increased.

This is because, when the bending angle is small, the number of thefirst horizontal steel wire portions and the number of the secondhorizontal steel wire portions increase, and this results in increasedstructural strength of the wall structure

For example, when a reference bending angle of the bent binding portion310 is 45°, the bending angle of the bent binding portion 310 may be setto be less than or equal to 45° to strengthen the wall structure 10,that is, to enable the wall structure 10 to bear a heavy load.

As shown in FIGS. 4A to 4C, when the bent binding portions 310 of thesteel wire truss 300 are inserted into the lattice recess formed at theintersection of the first horizontal steel wire portion 110 and thefirst vertical steel wire portion 120, and into the lattice recessformed at the intersection of the second horizontal steel wire portion210 and the second vertical steel wire portion 220, a portion of thebent binding portion 310 protrudes and forms a fixing recess 320.

In this case, the fixing steel wire 400 penetrates through the fixingrecess 320.

That is, the first steel wire mesh 100 and the second steel wire mesh200 are coupled to and decoupled from each other through the fixingsteel wires 400 penetrating through the fixing recesses 320, without abonding means.

FIG. 4A illustrates a state before the fixing steel wire 400 isinserted, in which the lattice recess is formed at the intersection ofthe first horizontal steel wire portion 110 and the first vertical steelwire portion 120 (not shown), and the lattice recess is formed at theintersection of the second horizontal steel wire portion 210 and thesecond vertical steel wire portion 220.

FIG. 4B illustrates a state in which one long fixing steel wire 400 ispenetratingly inserted into the fixing recess 320 formed by insertingthe bent binding portion 310 of the steel wire truss 300 into thelattice recess.

That is, as shown in FIG. 4B, one long fixing steel wire 400 ispenetratingly inserted into the plurality of fixing recesses 320 formedin the horizontal direction, thereby fixing the plurality of steel wiretrusses 300.

FIG. 4C illustrates a state in which a short fixing steel wire 400 ispenetratingly inserted into the fixing recess 320 formed by insertingthe bent binding portion 310 of the steel wire truss 300 into thelattice recess. That is, as shown in FIG. 4C, a plurality of shortfixing steel wires 400 are penetratingly inserted into the plurality offixing recesses 320 formed in the horizontal direction, such that oneshort fixing steel wire 400 fixes one steel wire truss 300.

As shown in FIGS. 3 to 4C, the wall structure 10 is formed by fixedlycoupling the first steel wire mesh 100 and the second steel wire mesh200 to each other by means of the steel wire trusses 300 and the fixingsteel wires 400.

FIGS. 5 and 6 are views illustrating another embodiment of the presentdisclosure, in which the steel wire truss 300 is bound in the horizontaldirection.

The steel wire truss 300 may be installed in the horizontal directionwith respect to the first steel wire mesh 100 and the second steel wiremesh 200, and the steel wire truss 300 may be installed in the verticaldirection or may be installed in the horizontal direction as shown inFIGS. 5 and 6, according to a condition of a construction site orselection of a user.

In this case, as the steel wire truss 300 is installed in the horizontaldirection, the fixing steel wire 400 is penetratingly inserted into thefixing recesses in the vertical direction.

As shown in FIG. 6, the first steel wire mesh 100 is formed by weldingthe plurality of first vertical steel wire portions 120 and theplurality of first horizontal steel wire portions 110 arranged atpredetermined intervals in the lattice pattern, and the second steelwire mesh 200 is formed by welding the plurality of second verticalsteel wire portions 220 and the plurality of second horizontal steelwire portions 210 arranged at predetermined intervals in the latticepattern.

The bent binding portions 310 of the steel wire trusses are insertedinto the lattice recesses formed on the first steel wire mesh 100 andthe second steel wire mesh 200 in the horizontal direction, and thefixing steel wire 400 is penetratingly inserted into the fixing recesses320 formed by the insertion of the bent binding portions 310 in thevertical direction.

As shown in FIG. 7, the wall structure 100 may further include a steelwire mesh joining pin 500.

The steel wire mesh joining pin 500 is formed to fixedly couple the wallstructures 100 when the wall structures are stacked one on another orare extended laterally.

The steel wire mesh joining pin 500 is formed to fix the wall structures10 to each other to stack the wall structures 10 one on anther or extendlaterally, and a plurality of steel wire mesh joining pins 500 may beinstalled according to selection of a user or a constructing condition.

When the wall structures 10 are stacked one on another, the steel wiremesh joining pin 500 is fixedly coupled between the first horizontalsteel wire portions 110 or between the second horizontal steel wireportions 210, and when the wall structure 10 is extended laterally, thesteel wire mesh joining pin 500 may be fixedly coupled between the firstvertical steel wire portions 120 or between the second vertical steelwire portions 220.

While the technical concept of the present disclosure has been describedwith reference to the accompanying drawings, preferred embodiments havebeen described by way of an example, and do not limit the presentdisclosure. In addition, it is obvious that various changes andimitation can be made by a person skilled in the art without departingfrom the scope of the technical concept of the present disclosure.

What is claimed is:
 1. A wall structure for forming a wall, the wallstructure comprising: a first steel wire mesh comprising: a plurality offirst horizontal steel wire portions each comprising a plurality offirst horizontal steel wires as one group, the plurality of firsthorizontal steel wire portions being arranged at predetermined intervalsin a vertical direction; and a plurality of first vertical steel wireportions each comprising a plurality of first vertical steel wires asone group, the plurality of first vertical steel wire portions beingarranged at predetermined intervals in a horizontal direction withrespect to the first horizontal wire portions; a second steel wire meshcomprising: a plurality of second horizontal steel wire portions whichare formed on positions corresponding to the first horizontal steel wireportions, and each of which comprises a plurality of second horizontalsteel wires as one group, the plurality of second horizontal steel wireportions being arranged at predetermined intervals in the verticaldirection; and a plurality of second vertical steel wire portions whichare formed on positions corresponding to the first vertical steel wireportions, and each of which comprises a plurality of second verticalsteel wires as one group, the plurality of second vertical steel wireportions being arranged at predetermined intervals in the horizontaldirection with respect to the second horizontal steel wire portions; aplurality of steel wire trusses which are formed in a zigzag pattern,and comprise a plurality of bent binding portions, a bending angle ofthe bent binding portion being adjusted to adjust a structural strengthof the wall structure, the bent binding portions being inserted intolattice-shaped recesses formed at positions where the first horizontalsteel wire portions and the first vertical steel wire portions intersectwith each other, and into lattice-shaped recesses formed at positionswhere the second horizontal steel wire portions and the second verticalsteel wire portions intersect with each other; and a plurality of fixingsteel wires which are inserted by penetrating through fixing recesseswhich are formed when the plurality of steel wire trusses are insertedinto the lattice-shaped recesses formed at the intersections of thefirst horizontal steel wire portions and the first vertical steel wireportions, and into the lattice-shaped recesses formed at theintersections of the second horizontal steel wire portions and thesecond vertical steel wire portions, wherein a width of the wallstructure is determined based on a width between one bent bindingportion of the plurality of bent binding portions and another bentbinding portion.
 2. The wall structure of claim 1, wherein the firststeel wire mesh has the first horizontal steel wire portions and thefirst vertical steel wire portions welded to each other at theintersections of the first horizontal steel wire portions and the firstvertical steel wire portions, and wherein the second steel wire mesh hasthe second horizontal steel wire portions and the second vertical steelwire portions welded to each other at the intersections of the secondhorizontal steel wire portions and the second vertical steel wireportions.
 3. The wall structure of claim 1, wherein the first steel wiremesh and the second steel wire mesh are fixed to each other by means ofthe steel wire trusses and the fixing steel wires.
 4. The wall structureof claim 1, further comprising a steel wire mesh joining pin, whereinthe steel wire mesh joining pin is formed to fixedly couple the wallstructures when the wall structures are stacked one on another or areextended laterally.
 5. The wall structure of claim 1, wherein each ofthe plurality of fixing steel wires is penetratingly inserted into theplurality of fixing recesses formed in the horizontal direction in theform of one long fixing steel wire, or is penetratingly inserted intothe plurality of fixing recesses in the form of a plurality of shortfixing steel wires.